sing Unit Load Method, find the load (P) to make the horizontal deflection at point (C) equal to (10 mm), EI = constant in the frame as shown in Figure. A 20 kN/m -5 m 5m C B P

3) An overhanging beam is loaded as shown in the figure. Using EI = 20.48x106 N-m², determine the deflection at the overhanging end. Use Bracket Function. A 1m 100 N-m B 1m C 100 N/m 2m Ꭰ 3m 200 N E

For the simply supported steel beam (E=200 GPa ; 1= 129 x 106 mm4) shown in the figure, determine the deflection at B. Assume L = 4m, P = 60 KN, and w = 40KN/m. -8.27 mm O-10.11 mm O-6.30 mm 4/2 O -7.29 mm B W L/27 C

For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 250 mm, LBC= 170 mm, LCD= 130 mm, LDE = 310 mm, Mp = 270 N-m, P = 1610 N and a constant value of EI = 590 × 106 N- mm2 for the beam. P MB B D LAB LBC LCD LDE Answers: (а) Ос 3 rad (b) vc = mm